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RF-16-1322 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-265831 Permit Number: RF-5-16-1322 Scheduled Inspection Date:August 22,2016 Permit Type: Roof Inspector: Mesa, Michel Inspection Type: Final Roof Owner: DEL CASTILLO,ALFONSO Work Classification: Tile Job Address:1051 NE 92 Street Miami Shores,FL Phone Number (305)613-5552 Parcel Number 1132050160010 Project: <NONE> Contractor: METRO CONTRACTOR INCORPORATED Phone:(305)401-4321 Building Department Comments TILE RE ROOF COLOR THRU CHARCOAL Infractlo Passed Comments INSPECTOR COMMENTS False CONTRACTOR HAS EXPIRED PERMITS. MUST RESOLVE BEFORE ISSUING NEW PERMITS OR ACCEPTING 5/17/16 JF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-25$956. Failed cb Correction Needed Re-inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid 6 ( August 19,2016 For Inspections please call: (305)762.4949 Page 38 of 42 ,�-1 C�r ► s . A-' CONSULTING ENGINEERS, INC ✓� w !� ROOF STRUCTURES CONSULTING --' — ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE OOF PPO IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#: Job Address l IY45- CIz S7-- Roofing Contractor: H. K. w�/lrl0�T7�iZ Type of Tile:_ r1or Date installed: Approximate Roof Height:—,feet Roof Pitch: 3//2- Type Type of Access to Roof: ,/ Scaffolds Ladder Other Approximate Square Footage of Roof: 37- 00 ft 2 Required Testing Force:35 lbs. Testing Equipment: F.G.E. 100 Date Testedx97 Z 7— ZOO ST LOCATION UPLIFT PULL TEST FEST LOCATION UPLIFT PULL TEST ITST LOCATIOt UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 126 51 76 101 126 2 27 52 77 102'- 127 3 28 53 78 103 128 4 29 54 79 104 129 , 5 30 55 80 105 130 6 31 '56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 1 60 85 1 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 15 140 16 41 91 141 17 42 67 92 142 18 43 68 93 11 143 19 44 69 94 144 20 45 70 95 21 46 71 96 121 146 22 47 72 97 147 23 48 73 980 1 148 24 49 74 99 124 1 .149 25 50 75 100 1 125 1 1,150 IN ACCORDANCE WITH THE CRIT RIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TES A BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS, THIS REPORT SUBMITT B Jose A.Martinez P.E.#031509 A-1 CONSU TI I E INC. Lab. Certific i n 07-0306.03 Renews:01-1224.05 4383 S.W.70th Ct,Miami, Florida 33155 • Telephone(305)740-9550 - Fax(305)740-9550 ENGLISH:Cell (305)609-6388 -SPANISH:Cell (305)498-9804 Mw1% A-1 CONSULTING ENGMTERS, INC. ROOF STLTCTURES CONSULTING UPL=TEST EXPERTS L. CER.TMCATION No. 1-1124-5 4383 SW 70 CT,X11AX11I FL. 33155 TEL.305�740-9550 FAX305-740-9550 Owner's name: Permit#: job address: 1051 NE 92 ST MIAMI SHORES FL Roofincontra-tot: H K CONTRACTOR g TV � pe of tile: FLAT TILE Date installed: Approximate roof height: 12 feet Roof pitch: 5/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage ®f roof: 32,00 ft2 Required testing force: 35 lbs Date tested; 07,127,12016 Numher of tests: 65 SKETCH OF ROOF 7 50 5 4 3 la 17 16 15 114 22 21 20 19 51 27 2E 25 24 23 31 3133 29 52. ,Ng 60 63 0", 57 54 4 36 35 34 32 33 w W, 41 4,0 33 319 5J 4 46 45 -4 43 42 59 55 4 j fid 64 Reviced: ASH Date: 07/27/2016 53 56 f 62 65 Permit A10 .. "' 4 6-132 Miami Shores VillagePBt►)tit Type. 10050 N.E.2nd Avenue NE Work ClassifiCatiol Miami Shores,FL 33138-0000 permff stew APPROVto Phone: (305)795-2204 FCORNp' Issueoate:'S/'l7t2016 Expiration: lli°i3/ 016 61 Project Address Parcel Number Applicant 1051 NE 92 Street 1132050160010 ALFGNSU L)EL%A3 i ILLIi Miami Shores, FL Block: Lot: Owne.Icfx-mation AddressPhone Cell ALFONSO DEL CASTILLO 1051 NE 92 Street (305)613-5b52 MIAMI SHORES FL 33138- 1051 NE 92 Street MIAMI SHORES FL 33138- ----------------- � . ._..:_.. __.... ...._.... ..:._ .,..H ._.� Contractor(s) Phone Cell Phone $ 20 001) 00 METRO CONTRACTORS INC (954)410-636' i85)Z�6-^r Valuation: _ I Total Sq Feet 2800 Type of Work:Re Roof i �- Available Inspections: Additional Info:TILE RE ROOF COLOR THRU CHARCOAL I incr)ectiop Tyne: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roo" ITile In Progress Renailing Affidavit Review Roof - —_ Cap Sheet -r Fees Due Amount Pay Date Pay Type Annt Paid Amt Due CCF $12.00 DBPR Fee Invoice# RF-5-16-59790 $4.50 05/17/2016 Credit i- and ;;3&E,0 $0.00 DCA Fee $4.50 Education Surcharge $4.00 Notary Fee $5.00 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $358.00 In consideraticn of the issuance to me of this perrr,t, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plat s,drawings, statements or specifications submitted to the prol -Dr authorities of Miami Shores Village. In accepting this permit I assume responsibility for all 1rork don m,__", ..., �_..., __.:_.::_, understand that separate permits are required for ELECTRICAL,P WING,MECHANICA ,WINDOVWS,D�^RS, ROOFI"Ir=pr.4 c1A+ln^nnlNl,Pn,l. OWNcKa ilr=tuNVIT: I ify that all he foregoinc informatics is accurate: and that all or.< wit; be done ir: om Miance with .ill apphcab a laws regulating construction and zoning. ermo , authorize the vbove-named contractor to do the work stated. _ Ma / T7, 2016 _ Authoriznertment re:Owner / Applica=It / Contractor ! Agent date Building Copt May 17, 2016 ---- 1 e � Miami Shores Villa CIVD Village M ly 2016 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20M BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No.Tzy--d ❑BUILDING ❑ ELECTRIC M/ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL EJPUBLIC WORKS r-1 CHANGE OF D CANCELLATION ED SHOP tCONTRACTOR DRAWINGS JOB ADDRESS:_ 1 k N 77 City: Miami Shores County Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): p �� 5 �'I Phone#: 32d---�f-? -3yz Address: lcx�1 City: ° k <S State: Zlp; ,"�t 3 g Tenant/Lessee Name: Phone#: Email: t� y� CONTRACTOR:Company Name:H HMO� O/� �Q VTrA�-�� ( � Phone#: Address:WPM )� tjw I V T p—a u u I I Y2)v) City: T'1 �P�t r O E P�,/� State: F t.v �( n r� Zip: Qualifier Name:A14AT PJA 0D'9Z-- Phone#: State Certification or Registration#: �C f?�(�► Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: e� /� �) City: State: Zip Value of Work for this Permit:$�(; V 0 Square/Linear Footage of Work: r Type of Work: ❑ Addition ❑f Alteration ❑ New Repair/Replace F-1Demolition Description of Work: a Plod S f f, P&LE �lP(.#�Cr LV 1 11)4 -TI Lq-- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ L4. -UQ� CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ �4• 6- Notary$ Technology Fee$(i_� - Training/Education Fee$ '-� ( Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) • s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding. 2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of uch posted notice, the inspection will not be approv and a reinspection fee will be charged. Signature Signature 7NNER or AGENT CTOR The foregoing instrumenf was acknowledged before me this The foregoing instrument was acknowledged before me this �AA��I,^� day of 20 by n day of 20 a by sp 6ASn k(-S who is personally known to who is personally known to me or who has produced as me or who has produced �`—t as identification and who did take an oath. � identification and who did take an oath. NOTARY PUBLIC: Notary Public$tete of 1`10ride NOTARY PUBLIC: Patllda Fagglonato My mmion FF n 03/15/2020 868608 Sign: Sign: \\` 4llllttl ��`// S9, ••. �i Print: Print: °� '��••. Seal: Seal: ' oo*k •:a 9ti��.° a ok��k'kak$aya(t�k�Y#aY#+k$ty$o►�Y aII aR�#1jt v�k #akak�k�k�k#�k ak$��k�k�6�7�k�k=k ak�k$�R�k�k$�k N�aRak dukk�k�k#33 sY+k4+kR�R**=k�k$'�'��'�.�`?IkMm��i1.aP•#f r +k#ek�k#=k�B p6j�'''°rpt{t!9!i�;1tg'•0'a��o�eV� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 51'►ORE,S ,,•• tpc.193Z Y� �t N999 a,.. Miami shores Village nEs 11"o0 Building Department ALR'[Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. QOPY OF QUALIFIER'S STATE LICENCES B. COPY OF BUSINESS LOCAL C S NESS TAX RECEIPT C. OPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Rmo typi-oCI�(Z ( N COU0 9-4 BUSINESS ADDRESS: !�3® 10 Vj 4� r- PIT �ITY MI RMI UO TATE Ft ZIP i3_0 BUSINESS PHONE: (��) �� "'`�32� FAX NUMBER( CELL PHONE q0 Z1 QUALIFIER'S NAME: I PrT f�R-OA WD QUALIFIER'S LIC NUMBER: Ge.G 132-> 07x3 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FERNANDEZ,AMAT SERGIO METRO CONTRACTOR INCORPORATED 7854 NW 965TH STREET MIAMI LAKES FL 33016 cm ratuiations! riNs nsse-you become orae of the rtsas9y Raa, ..r, .. ..a� w one rruN►on FtorYdlans licensed b the Professional Regulation. Our y professionals and of Business and eg professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida's economy strong. DEPAkTM BUSINESS AND PROFS ULATION Every day we work to improve the way we do business in order to CCCi 3.W76,g X17/28/2015 serve you better. For information about our services,please log onto � s wawv myflorldalicense.com. There you can find more information CEI TtEfED x about our divisions and the ions that impact you,subscribe , to department newsletters and more about the Department's initiatives. Mt CON D Aft� Our mission at the Department is:License Efficiently,Regulate Fairly. ' We constantly strive to serve better so that you can serve your ` customers. Thank you for you vi y sing business in Florida; ,,r8 cFRrsFIEo eandaz the jrrovistons"`o#Ch.dse fs, and congratulations on your new license! r ", rz,s;°° DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY S L ► XlEPA� i T CJS�t � t MOIFESSIONAL REGULATION' Ctls 'RU!C ` tiY,LICENG BOARD T `ROOFING CONTRACTOR " _. . t+I Ifr. f bat ,IS..CE IFIED Urider the. Isio d Chapter 489 F E ►<fi�on d -AtQ .1;2p16 r l<�* aX, \ F , a ISSUED. 07i2&12015 DISPLAYAS REQUIRED BY LAW SEO# L1507280000264 ' AC(?/e�° CERTIFICATE OF LIABILITY INSURANCE DATE /DD/YYYl� 05/17!2096 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Steve Clein C&C Insurance PHONE 954-431.2008 FAX 704 0r.J0l 1921 NW 150 Avenue -MAIL ADDRESS. steveftandcinsurance.com Suite#101 INSURERS AFFORDING COVERAGE NAIC a Pembroke Pines FL 33028 IN BER :Travelers INSURED INSURER B: ology METRO CONTRACTOR INCORPORATED INSURER C: Ma fre AMAT SERGIO FERNANDEZ INSURER D: 3836 NW 125 ST INSURER E: OPA LOCKA FLORIDA 33054 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1000 WO A CLAIMS-MADEFX OCCUR DAMAGE TO RENTED $100,000 *'Blanket Addl Insured" Y 3B5576616 02110/2016 0210/2017 MED EXP(Any one rson $5,000 PERSONAL&ADV INJURY 1000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2 000 000 X JET F LOC PRODUCTS-COMP OP AGG Z000,000 000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1 00CI C ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED X SCHEDULED AUTOSCA16M 0110712016 01/07/2017 BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS UMBRELLA UAB OCCUR EACH OCCURRENCE o EXCESS UAB HCLAIMS-MADE AGGREGATE DED WORKERS COMPENSATION X PER I, I I OX- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y N E.L.EACH ACCIDENT 1 OOO OFFICER/MEMBER EXCLUDED? N/A AWC1056740 12101/2015 1210112016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 100()000 If es,descl be unFder I E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space is required) "As required by contract CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 10050 NE 2ND AVE ACCORDANCETEXPIRATION THE POLICY PROVISIONSATE THEREOF, CE WILL BE DELIVERED IN MIAMI SHORES,FL 33136 AUTHORIZED REPRESENTATIVE <> ©198&2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f } 7 S RN } 5q �� +rM is z I x 2 C81iVN SEG.TY1 OF B ,W"PWMCTORS INC 196 GENPtAI SO) PJ} ECEIiiE C_GC15lW7 �� 1 TAX t BCT t x.00 0$/31/2f I'5 CfCCCkD-15—U 3220 M 77-77 77, 77 �^ t 1 �avainal , aboW .. datha Iii). _. attca arcId Miami Shores Village MAY 17 2016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201Y BUILDING Master Permit NoZ PERMIT APPLICATION Sub Permit No. F-1 BUILDING ❑ ELECTRIC dROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP II^^ A ,At` © CONTRACTOR DRAWINGS JOB ADDRESS: WS l L 12 MI A_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I//– 3,POS — (�� DDI D Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): AKr4VS0 CA3V lLz Phone#: �S-41.3 Address: ,LOS j rte` IZA Sk City: Ilit'�C1�` S�bA State: Zip: Tenant/Lessee Name: R Phone#: Email: J� CONTRACTOR:Company Name: �hn)CC Q CQNS-AO G17d4 6. 6 Phone#: '301 V_5��O Address: S 0110 S t� 3 P L _ City:A I(A mi. State: Zip: '330 -73 Qualifier Name: I�'r! IZA M 600 L A V1- Phone#: WS V s 1 r1 l Z v State Certification or Registration#: G!�i C ©® 17? _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State:Pp Zip: Value of Work for this Permit:$ 2__0 j 000 Square/ ' ear Footage of Work: a Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: i .,nr>n t Specify color of color thni tile: 6 ccoct1 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose-property-is su-bject to attachment.Also,ucertrfled copy of therecardedTrotice-q,fcarrrmencemvrrt-mvst-b-e-pbste-d-trt f e 10 _ for the first inspection which ocpyi seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature Signature ER or AGENT CONTRACTOR b The foregoing instrument was acknowledged before m4 this The foregoing instrument was acknowledged before me this 10 day of_ N'�"f 120 X by 1:5 day of M A--Q 20 by '�16k7 who is personal) kno to -0�&tAA 6ONZA L who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 7�, Sign. Print: Print: Se Seal: OWY Stdo of F106da My !}I Seal FF 98M �► o 15=0 4`-. � MAtiALYFW�SECA _* COWSSION 9 FF 962884 �.,•• EXPIRES:April 24,2020 ��*a�m��a��*��*wa��**�x��x�** �*� � ws�c**��*��*r��x�**��*��• a �sNnrl�nYr ex��x�a�a*�*�**�*��+a� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village as nmm Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 / /� Re: Owner's Name: Alc4nsz) d(/ 64s, /74) Property Address: l ®sT/ /\- L G'1 ,2z SaL Roofing Permit Number: Dear Building Official: / ()af(�//b I c�Gcertify that I am not required to retrofit the roof to wall connections of my building because: -b'The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑ The buildi was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 ed of the S th Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade " The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this L 3 day of 1( Xloo Wmore f Florida Notary Public, Sate of Florida at Large o 1, ammiesion FF 966808 • When the just valuation of the structure for purpose of an$ , .00,and the builds s not co cted with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009 4 � SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 1. A16-'� Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. i Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 3. ,Common roofs:Common roofs are those which have no visible delineation between neighboring units(i.e.,townhouses,condominiums,etc.) In'buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. _Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 5. 'Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed.Pounding conditions should be corrected. 6. 1& Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation:Most roof structures should have some ability to vent natural airflow through the interior f the structure assembly(the building itself).The existing amount of attic ventilation shall not be redu . It may be beneficial to consider additional venting which can result in extending the service life of-the roof. 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CCCC ClCC■CCC! ■is N:CCCC�lCC:CEC■CCCClulCCCCCCCC■CC■CCCCCCCCC �Cr. ■C! ! .ErIE■i�■M1 �{C,r■■ no now {!■ii■■Ci■■iiiCiii�iiiiii■i■■CiiC■ilii as Ig Con Mou L�'rCtCIl 104 WIN�: C1C% CC y Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Foran INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive 131.1114W 150 A,B,C 14,5,6.7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay The A,B,D,E 1.2.3.4.5,6,7 Metal Roofs AAD 1,2,3,4,5,6,7 Wood Shingles and AAD 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable D®tail Drawings 3. Design Calculations per Chapter 16,or if Applicable, RAS 127 or 0th ' Com onent Notice of Acceptances •• S. MkinfelpatPenalt Application 6. Owners Notification for Roofing Considerations Re-Room On • Keguired ftof Testing/Calculation Documentation . . .. . . . . . .. . ... . ... . .. . . ... . . . . ... ... 123_01-48 8/15 PAGE; • • • • • . • • • • •• • • 0 •• 0• • Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Svsteml Roof System Manufacturer 0d S Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): PI:-39, P2• ° ( P3: 100 Maximum Design Pressure 1 From the NOA Specific System Method of file attachment: o P044 Steep Sloped Roof System Description Deck Type: Wood ype Underlayntent: Roof Slope: 3 C) 2 nsuiation: •J : 1Z Fire Ba er: Ridge Ventilation? astener Type&Spacing: / f fz) 0a;) �' dhesive Type `` F�tj ype Cap Sheet: < r� l u V rte' oof coved g= • .:� : • : :.� .� --rile Mean Roof Height: •• Type S biz® 011p• •• dge: „ l . . . . . . .. . . .. .. . . . . . ... . •.. . . . . ... . 123_01-48 8/15 PAGE 4 •.• • • • •.• • • Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Foran Section E (Tile Calculations) For Moment based tale s ystems,choose either Method 1 or 2.Compared the values for Mrwtth the values from Mf'.Uthe Mr values are greater than or equal to the Mr values,for each area of the roof,then the tie attachment method is acceptable. Method 1 "Moment Based Tile Calculatlqits Per RAS 127" (Pi: z;Lo,;L m /Ds —Mg; aL-Miry .7,/� NOA A* (PZ: z XL?°.-;47 Y= -71)—Mg: = Z. NOA 1% 1. 3 (P3: z I ' - . I -'—Mg:��m� NOA N* 31•?s w ( �Method 2"Shnplified Tile Calculation Per Table Below" Required Moment of Resistance(K)From Table Below NOA A* M,Required Moment Resistance* 1119an Roof Roof slope o 9 15' W 2V 30' 40' .s 38:2 39.7 30A 32.2 3U . *12 26A 30.1 31.6 32.8 a Eir— 26A 29A 30.5 .2 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rola and Appeals. For Uplift based tfie systems use Method 3. Compared the values for F'with the values for F,.N the F' values are greater than or equal to the Fr values,for each area-of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pl: z 1: = z w::__ —W: z cos O: = FH: NOA F' (PZ: z 1: = z w:=__)—W: z cos O: = F,2: NOA F' (P3: z 1: z w:__—)—W: z eds O: = Fr3: NOA F' Where to Obtain Information Description Symbol Where to find Design Presse re Pl orPUM RAS 127 Table 1 or by an g andysis prepared by PE based on ASCE 7 Mean ROOMA& H Job Site Roof slope g Job site NOA Restaft Moment due to NOA •• • • Me NOA Mr Cak olded • F NOA •• • • Fr I Calculated A Tile MLi& W NOA Tile Dimensions 1=lenglh NOA • 000 • 0!0 iW width mastbe sobiftedto fits DaUding Official attbe time ofparmit y0oadon. • • • •• • • . • • • • • • • ••• • 12301-48 8/15 PAGE:• •• • ••• •• •• • • ••• 0 • 000 IA I... I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Roam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) =' = "°°°°' � �' t ° Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. .. ... . . . . . .. This revises NOA#12-0713.02 and consists of pages 1 through 9. 0 • •. . . .. . . . . ... . The submitted documentation was reviewed by Alex Tigera. • .. ... .. . . . .. 0 =OU ••• : :.. :'NOA,Nb.:•14-0717.08 1�tAr�1• Expiration Date: 09/13/16 Approval Date: 01/22/15 • . . . . . gage l of 9 . . . . . . . . . . ... . . 000 ... . . ROOFING COMPONENT APPROVAL Catezorv: Roofing Sub-Cateeorv: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Mangfacturing Location 65'8"x 3'3'!s" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3'!$" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'3-'/R" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'3'/$" D 1970 fiber/polyester reinforced waterproofing A-lanaffacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'3'/$" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Mamtfacturing Location 61' x 3'3-'/8'• D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61 x 3'3-'/g" D 1970 fiber/polyester Moforced watesproofing #2 60 mils thick membrane.Desjae�-j jn jt;l•;ooling and roof tileunderlay": ••• : •000 • ... ... .00 ... . . .. .. : . • • :•NOA6 rk•+14 -0717.08•. i.. ExpiratiDate• 09113/16 Approval Date: 01/22/15 0:* i i i i 000 : :Page2of 9 • .. . •. • • .. .. PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x Y 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: I.Hazelton.PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD P 10870.09.08-R 1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G 155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.1 I ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G 155 09/01/11 P37300.10.11 TAS I I 0/ASTM D4798 &D 1970 10/19/11 P40390.08.12-1 TAS 103&TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G 155 07/06/09 Momentum Technologies. Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX 14E8A TAS 103/ASTM D4798&G 155 11/09/09 DX2313813 TAS 103/ASTM Jp�17�$.&•G�55• • 02/18/10 so DX23D8A TAS 103/ASTNtD4798:&•Q:5: ; 02/18/10 . .. . . . . ... . • .. ... ... • • • . . . .. • ••. • •:• • . .. . . . . . .. . . ••' :• :••EX::N0 *1W4. 1 Q N9/13116 BtAMt RADE COU1 Y ••• • • i pgral Date: 01/22/15 • Wage 3 of 9 ••• • • • •.• • • INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 1I or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6" o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM 132626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap.(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. •• ••• •• • • • •• fee 0 so • • • • • • • • •• • • • • • •• • • a ••� i• i•• :NO • 4L0717.08 MAMI'DADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 ••• • • • • w•• • J'age4of 9 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • •• 0 0 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 6 may be used in roof the systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 C Winter Haven, 180 90 180 180 180 180 . ...18Q . . .90. 180 FL. so: . . . . . .. Hazelton,PA. N/A 90 N/A 180 N/A N/A • '!�/A ; ; a • N/A goo .. . . . .. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. . ... . ... . . .. . . . .. . . . . . .. . . QMIAMM"M •• • ••• • NOr�llio:•�4-0717.08 t n�t��coExpiration Date: 09/13/16 ® • A.Tro.al Date: O1/22/15 • • • • • • • Page 5 of 9 . . ... . . . . . . . . . :00.: . .. .. . . . ... . . . 000 0 . e � 8. in roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro, Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 4 Slope � AS S mn dwu Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. •• •.... . . .. . . . . . . • . . .. ...• •. .• . •. .. . ••• • ••• . . • . • • • .• • . . . . .. . . ••• i• i•• i• NOAio..•14-0717.08 P2IAMI RADE COUNTY Expiration Date: 09/13/16 ••• • • • • yr oval Date: 01/22/15 • • • • • Page 6 of 9 • • • •• •• • • • • • • • • . • • •s• • • • ••• 0 • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles (6 Max.Per Stack) 6 .,> J MAR 12 W .. CV r, t9 Ruof C eCKpFe l� arFtil with f-VLY1311GK IU Mui, _.. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. 6111,7" ,;<. MIAMI DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. ..• • . . . . .. b x z ••` i• i•• V N OWr+W•T4-0717.08 sMIAMIZAt��coUNTY Expiration Date: 09/13/16 •i• • • • „A al Date: 01/22/15 • • • • • • • • Page 7 of 9 • •• •• 0 • . •• w• POLVGLASS GENERAL APPLICATION GUIDELINES FOR POLVSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I 1 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure frill contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)8944563. .. ... . . . . . .. . .. . . . . ... . • . • . • . . • .. ... .. . . . .. . ••• • ••• . . ..• . .• .. . . . •.. . . M ; e„ N: NOAAo.% 4-0717.08 �n�acoExpiration Date: 09/13/16 ••• •Approval Date: 01/22/15 • • • • • •Page 8 of 9 • . . . • • .. ••• • • . • • . . •• •. • . . •• .• ... . . . ... . • 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• • • • • • •• • • :.c ••• i• r•• i•NOA-4o.744-0717.08 MIAM4CADEC(WTY Expiration Date: 09/13/16 ® p •` • �App.ro dal D%te: 01/22/15 e+ :Page 9 of 9 MAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official..•• ••; ••• ••• . .. . . . . %: . This revises NOA# 11-0321.02 and consists of pages 1 through 10. • .. ... .. . . . .. The submitted documentation was reviewed by Alex Tigera. � �NCSA No�12�Oa31�04 MIAMI•DADE COUNTY • :• • Expirabien bate•9lOi�OS�/16 000 • Approval Date: Page Page 1 of 10 0:0 . . . . 0:0 . . . ... . . . . .. . . . . . •• •• . . . •• •• ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12'/4" nail holes. For adhesive set,direct deck or Thickness='/2" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness='/2" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12'/4" equipped with two nail holes. For adhesive set, Thickness='/z" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness='/z" direct deck or battened nail-on applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. .. ... . . . . . .. . .. . . . . ... . • . • .. ... .. . . . .. . •.• . •.• . . •.: : , .•NOlk Np.AZ-P4.;03)4 MIAMI-DARE COUNTY ..• :• Elplratibb Date;IOM5?16 Approval Date: 08/02/12 Page 2 of 10 . . . .. • . . . .. . . . . . •• •• . . • .. •• ... . . . ... . . 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . •. . ... . ... . . %: : . .NO&No.J"430.04 MIAMI•DADE COUNTY .. : E>ipisati$d Dato. / 6 Approval Date: 08/02/12 Page 3 of 10 ... . . . . ... . . . .. .. . . . . .. . . . . . .. .. 00 . .. .• ... . . . ... . . 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle,Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A(ft) Tile Profile A(ft ) A(ft ) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile .• ... . . . . . •• • . .. • .. . . . . •.• . . ... • ••. . . •.: : . .*NCEA Np.U%Q*0:04 MIAMI•DADE COUNTY 00. •• F�jra4&Dat.-;1010$1'16 1 • Approval Date: 08/02/12 Page 4 of 10 • •.• • • • Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 . 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4"tile headlap and fastemers are located a min. of 2% from head of tile. .. ... . . . . . .. . .• • . . • . .. . . .. . . 0. . • .. ...• ..•. ..• . .. .. . ... • ••. . . ••i i . •NO$N%:fIFQ44[1.44 MAMFDADECO ffi go• •• E*jrati(VDatq;.*/ftt6 Approval Date: 08/02/12 Page 5 of 10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • 9 •.• 0 0 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M'2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 Ponderosa, Golden Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set5 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . 0:0 . 0 :0 . • `MIAMI •DADE COUNTY 0.: : .NO.4 Nq;:12s04VO0,C ,, ,8 1 0 0 VNpiraNW Dif'e: 104*UC Approval Date: 08/02/12 Page 6 of 10 . . . ... . . . . . . . . . •• •• 00 . •• •• ... . . . ... . . 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". EAGLE., FLORIDA BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• ••; : .NQA N4:12,r04A404 : Mu►MI•DADE COUNTY • �xpir$fign Dile: 100(18.• Approval Date: 08/02/12 Page 7 of 10 . . . . • • • • • . . •• •• 00 . •. .. ... . . . ... . • PROFILE DRAWING 12%11 a BEL AIR A 12% •• ••• • • • • • •• • •• • • • • ••• • BEL AIR DOUBLE EAGLE •.' ••: •: 0.0 : : •• �.: . NQA NO.:IZ-0434.0; MIAMI•DADE COUNTY ;Expir$tign M te: 1Q/Qs/16.' Approval Date: 08/02/12 Page 8 of 10 .•. . . . •.. . • 1 71' - ' 12% PONDEROSA ii 12%41 PONDEROSA DOUBLE EAGLE N9A N4.:17w0444.0j MIAMI•DADE COUNTY • Xxpirtijan Mte: 1QjQV18.• Approval Date: 08/02/12 Page 9 of 10 ... . . . . ... • . • •• •• • • • •• •• it r 4 Pd� �r i w 1 �` � - 1 L� rTy""_Nye GOLDEN EAGLE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . . ... . ... . . .NOX N412.0160904 CMIAMIMADECOUNTY 00 VxpirahwDate: 10/8516 • Approval Date: 08/02/12 Page 10 of 10 • . V: • . . MIAMI-DADE COUNTY t^°11AM PRODUCT CONTROL SECTION 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate thus NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. •• ••• • • • • • •• This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. ; •.; ; ; ; The submitted documentation was reviewed by Alex Tigera. '. •; ; ; : :': '• e e � > • • NO;Na: 14-0109.0; -0 ofCOUNTrMIAMI Cxpiraion Dote:005/!$1S • i •• • AppP"l Date:0%04/14• Page 1 of 11 ••• • • • 4 ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"'2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT11'2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: I. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft` Moisture Vapor Transmission ASTM E 96 3.I Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks •• 00: • • • • • •• Closed Cell Content ASTM D 2856 86% . .. . . . .•• •. • •... • . Note: The physical properties listed above are presented as typical average values as deterr;ineJ by• ••• accepted ASTM test methods and are subject to normal manufacturing variation. •.• • ••• t sa tiAsa��putdRqgo, •: :•Expiption Date: W141 i •• • Appmva;bate:4(4,114 Page 2 of 11 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/2 1/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M'..2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low,& high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3).M",2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... ... M1 I DADE COl1fi!rY NQA�Io.: 14�08l)40� ...® ® E ty r • i•EtpkAtion4.qatc: 0%10111 •• a ArMtvat Date:VW444 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A"component and the"B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to'-2 minutes after 3MTM % Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . i i i NQA X10.: 1408(►40i. MIAMI-DADE COUNTY �:: •• X ttonN;a5�10�1� "�g m . 6=1 •,. ••• :•EPfd • [4: 0 • AIIM%vaf Date:40900444 Page 4 of 11 ... . . . . ••• . . . .. .. . • . •. .. ... . • . ••• . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles 91 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(I each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. K, tt t DADE COUN v BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• �� gi g T f�,. ••i • Nj, N•o.: 14490-541- 41 •E CQd� Pt tD4Li•ERpiption Date: 110hi .• • Apl"vahDate:09A04la Page 5 of 11 . . . . . • . . . . . .. •. . . . .. .. .•. . . . •.. . . ADHESIVE PLACEMENT DETAIL# 1 Paddy€s.!Io nh Flat(LowProfile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ¢4 �� g paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlook ++ � " of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. E�•sc[leavurs Fd,vil 4`re-:rri*�h pF,aat<:,-�mrr# Medium Profile/ Double Pan Tile I,°h��rwreefrwd.:: Paddy 1. Starting at the eave course,apply a minimum 2" arla grr ;e (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam F< ` paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. t ,o a�4Er� � 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. . g s_ su€: .vov rk,j14r - Fog'" High Profile/Single Pan Tile _�ar.rciasj+.8ia^1. .,. C=s�, ' �9tls if'iiwi 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x F(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. €, 2. Continue in same manner. Insure approximately 17 (109.7 cm2}—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Y P � � ��•tU-w ® F F •• ••• • • • • • •• •06 *00 00 0 00 ••• •• f•, x. : : : N jA jo•.: 140.0805• -,0•1; t,as�t oxao€�out�rr •• • E� tion t� 05 OM 7• ...® a .. pif P� . . •• • Apj*Oval•Date:A9f WI% Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 uhtough r4dilk vom"m 9-Wv i&.n a if U-1 Flat/Low Profile Tile I. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm) 23 (148.4 cm)square inch adhesive contact with the E A—C_,w- underside of the tile. <t 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x I"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlook of the the la>ta C Iraser being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile!Double Pan Tile riif,'li'C Cws��R4'4Rsal �..JY;6 „aj1:I 11 I. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy 3. onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 c1112)— ' 23(148.4 cm)square inch adhesive contact with the •a underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the FAQ. Mwt� underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 c1112)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) .. ... . . . . . .. . .. . . . . ••• . .. ... .. . . . .. . ... . ... . . w N4A 1;o.: 14;0805-.01; i�I1•DADE COU i T ,, " • ENpir3tion Wte: 051;0L1 T • Ap'j*tvaPDate:",W/N4 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) f•`3rJRa l��r_c,�aF TileHigh Profile/Single Pan Tile - ` l. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy r � onto the underlayment positioned as shown under the pan portion of the the closest to the overlook of the the being set. Insure approximately 17(109.7 cm`)— 24" 23 (148.4 cm')square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) � ,w, •-xw rr x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile IR k'6'40 k'6'40 being set. 3. Continue in same manner. Insure approximately 17 (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • ••• . . r i i i NQA K: 14-:;05il AIAMi-DADE COUNTY :', •• • • •• � ® ! • .E irItion tinct! 03/30/27• Aptf8val'Date:691t04/1% Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Nail fte hplas cCement P,ddv"betweentt<es3 0 1. On the eave course only,apply a minimum 2"(50.8 �ttlnal ' . mm)x 10"(254 mm)x I"(25.4 mm)foam paddy " r Fatlydrae:: onto the underlayment positioned as shown,under ' 5ingli d ' the strengthening rib for flat tile or under the an onion of the tie for low or high Profile tile closest .�• � ' , r . P to the Overlock of the the being set.Leave approximately 4" (101.6 mm)up from the eave 0.6J `'t edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure „ approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile �aveel'u� 2. Apply a 4" 101.6 mm)x 4" 101.6 mm)x 1" �°'` �.•� Pp Y ( ( } (25.4 mm)foam paddy onto the underlayment just below FlatiLow Prof 1JQTile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Nail thmugh plastic cemant s,nglepaddy und:.Kteie pan portion of the tile,closest to the underlock for When te€wlved'r ' �ddf, ete�n tiles the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2)of adhesive Batten's P olo��l a lunger thei contact with the underside of the tile. lZth� (Instructions continued on next page) subepaddycn �+ � � 'a�.3► -• €a�x1€slave Fascia Madium ProffleTUG •• ••• • • • • • •• • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • M't t „TNQA*o.: 14.080511: MIAM4tDFirstl�ou1dYY ': ..Upig4tion Vpi:01 06/101;70. •• • ApAtavalVate:61/04/111 Page 9 of 11 ••• • • • • ••• • • 00 00 0 ••• • 0 • 000 0 • • ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nail through plwbc semen*•., Rn pie paddy a rAer tie when re ed3 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x'/4" p dc° : t nti3 ' (19 mm)paddy on top of the eave course tile Battens 4 , a Paddy iundefitl.let surface as shown,on top of the strengthening rib Optlo�r�al t P for flat tile or on top of the pan portion of the tile, a, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9(58.1 cm2)- 11 (71 cm2)square inch adhesive In i contact with the underside of the tile at the overlap yrn and 7(452 cm )-9(58.1 CM2)square inch Fesdd �.��. ��. top of 1 f, adhesive contact with the underside of the file at the head of the tile. Continue in same manner. � Eeve Cc use s to 3 in gFs. r ,. €ave dare 5np,edge High Prattle Ttl'@ 00 *00 60 so see me 0 a so NIA ljo.: 144)8651)1; MIA I-DADE COVPdTY •• • • r.;: • :X4)i atlon Viptel 01710,2 7; Aptfcfval bate:01/84/14 Page 10 of I I • • • • • • • • • • • •• •• • • • •• •• r ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Place enough adhesive to achieve&S to 70 sq.in. Steep pitch applications 50.8 mm X 10" 254 mm foam In contact with the pan tile. S (when required) ( ) ( )X 1"(25.4 nlm} 2)Turn covers upside down.Place adhesive in ` paddy onto the underlayment positioned as tot in.from outside edge of cower tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to - ti 25 sq,in.contact area. r tiles from rocking until adhesive has a chance to Underlayment r cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65(419.4 cm2)—70(451.6 cm) yNF square inch adhesive contact with the underside f � of the pan tile. r i Sheathing Eave closure \ (motarshawni ; 3. Turn covers upside down exposing the underside weephtdle' Fascia Board— of the tile.Apply a minimum 1"(25.4 mm)x 10" F •--'" `�, (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cower tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure cave end of pan and cover tiles are flush at cave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel•High Profile Tile from the outside edge of the tile, inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan the course. Insure a minimum of 20(129 cm2)-25(161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... . ... . . N(JA leo.: 14D805.D1; MIAMI-DADE COUNTY •JE>$isJ*Vion 4ate. 03/:0/!7• •' ' ApDF$valballe:01/64/14 Page 11 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Miami Shores Village Vrn Building Department u� �b6 ��6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 11B.3y INSPECTION LINE PHONE NUMBER:(305)762-4949 ` FBC 20 I � BUILDING Master Permit No. f(:) ' � PERMIT APPLICATION Sub Permit No. �� - �=AD -- (32_Z ❑BUILDING ❑ ELECTRIC /ROOFING �EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) lV� �Z ST- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE::sem OWNER:Name(Fee Simple Titleholder): Phone#: '2P.go/ Address: /0.$1 A461 II 3313 ' City: lam°�:. 9 A State: �- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:' ` Phone#: '!C— Address: 1,�� uJ � �-- it–�{/0 City: /'��'�_` State: Zip: o Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ,�A Alteration�t ❑ New Repair/Replace ❑ Demolition Description of Work: !V /s -UL r� l _ (&u Specify color of color thru tile: � Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Gly Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C9 C/0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in he absence of uch posted notice, the inspection will not be approved and a reins ection fee will be charged. Signature Signature twas AGENT C N RACTOR The foregoing instrunowledged before me this The foregoingE:EyEally fore me this day of 20 by ✓ da — ? by "Ok b,L C&11\.L0 ,who is personally known to f'1�"� known to me or who has produced as me or who has produced as identification a ho did take ath. i 21411 W aoxUdtike an o NOTARY P LIC: NOTARILIQ do R N Sign: Sign: o 0 Print: 19 Print: 1 �s-pct 7,2016 Seal: s tMW*Naf�t "° Bonded Through National Notary Assn. gid Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) rile Roof System e r MAMM Miami-Dade County HVHZ Electronic Roof Permit Form EM12M Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer.I BORAL ROOFING LLC Notice of Acceptance Number(NOA): 12.0222.03 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -38.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): psf Rif in the specUlc roof assembly components If a component is not required,Insert not applicable(n/a)In the text boy- Dock oxDeck Type:6-5/8"Plywood— *see Optional insulation: . . '0000' 0000:0 00 0 0000.. 000000 Optional Nallable Substrate*••• •••• ••.. N/A 000 '0000 00-0 see 0 0000. • • s • •• •• •• •••••• Optional Nailable Substrate gment: 0 •• Roof Slope:®7112" • NIA •••••• 0000.. .. 0000 0000.. Roof Mean Height: 16 ft. Basesheet Type: Method of Tile Attachment: IASTM FELT D226#30 —Adhesive,Medium Paddy Polyfoam Palypro-- Fastener Type for Basesheet Attachment: Alternate Method of TUe Attachment per NOA 1-1/4 RS NAIL&TIN CAP N/A Tile Undetlayment(Cap Sheet)Type: Drip Edge Size&Gauge: —3"face 26 9a.— POLYGLASS TU PLUS Tile Underlayment Attachment Method: Drip Edge Material Type: I--Gaivinized Metal— SELF ADHESIVE MEMBRANE Drip Edge Fastener Type: 11-1/4 RS NAIL 4 OC" Tile Profile: MONIER SAXONY CONCRET TILE Hook Strip/Cleat gauge or weight: --$81ect Hook Strip-- — jP 9 rF,F? >°tri t nay TE 7uCEIVED Lr0 7 2096 BY' � r,r WITH All F-M-PAL T • ' r Section E(Tlle Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tide systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater then or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. P 1: •1 x A 0.313 = 12.238 _Mg; 7.91 =Mr 1: 4.32 , 5 40.4 NOA Mf P 2: 68.1 X Mg; 7.91 =Mr2: 13.405 g 40.4 NOA Mf P 3: 100.7 x 7v 0.313 = 31.599 -Mg; 7.81 =M3: 23.688 S 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" :or Uplift based tile systems use Method 3.Compare the values for F'vAth the values for Fr.If the F'values are greater thartor gpbli to the Ft Maes,for •••••• each area of the roof,then the tile attachment method Is acceptable. •• 0 *G o . 0' 0 . 0 •0000• 00 ...... • P1: x1:�=�xvr = �=�-W:�=Q xCos0:r7Fri: •••••• NOOP••• :6090: 0000 •••• 0000• P2:= xl:�=®xw �=�-W:=== xoos9:a=Fr2:Q• 0000 NOAr i ••i••• *00* 00 0000•• P3: x1:�a�xw:�=�-W:==� xcos 0:�=Fr3: •i•i NOAF'• •• • :000:0 6 • 0000•• • . . 0600.. Where to Obtain Information to complete file calculations :00 • ••••. . Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127',or by an engineer, analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier l Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) s Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance 1=' Product Approval(NOA) i Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) Q Tile Dimensions lengthw m width Product Approval(NOA) MAN, COUNTY mi'llrawdo PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PIMA) 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miomidade.eov/pera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to kowettis product or material tested for quality assurance purposes.If this product or material fails 1Q pep%jrn in theeamepted •••••• maturer,the manufacturer will incur the expense of such testing and the AHJ may immediathly revoke,hMf3=or 00 suspend the use of such product or material within their jurisdiction. PERA reserves the rfgIA 18 Tevoke this" """ acceptance,if it is determined by Miami-Dade County Product Control Section that this producf or materialfails to :e e e e 00000000 e 0 .... .... meet the requirements of the applicable building code. • ..... This product is approved as described herein,and has been designed to comply with the PlntWVuildin*4d; 00:00 • including the High Velocity Hurricane Zone of the Florida Building Code. •eeee• • • DESCRIPTION:Saxony 900 Concrete Roof Tile .••.•• • 0 ...... LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state A%d tbltpwing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of$ ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- aWory: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed iia the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION •••••• Manufactured by Test P' du& "" Auplicant Dimensions Spgc AO—Vons s ;i tin "'• •• .. ...... Saxony 900 1= 17" TAS 112 Flat profile,interiookiag,high- ...... w= 13" pressure extruded e®aorete roof tile• 1-5132"thick Slate equipped with two itiiii doles. *Por••• •• ••• 1-9/32"thick Shake& direct deck or balte4d'dQail-on;�tgr ••••• Split Shake set or adhesive sd%ptlications. '• • •• •••••s • • Trim Pieces Length:varies TAS-112 Accessory trim,Mostec?Barccj9g4,0• •••• • Width:varies concrete roof pieles J&use at'hips, :....: varying thickness rakes,ridges and vaTleylerminaltUt. ' ' manufactured for each tile profile. 2.1 MANUFACTURING LOCATION I.I.I. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Aseacy Test Identifier Test Name/RM2rt Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix Ill TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 10I (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 Expiration Date: 04126/17 Approval Date: 04/19112 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing eQec. 199?**� •••' Appendix 11 TAS 108(Nail-On) •• • �. ...... .. ...... Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing ....Aug. 1994. 1994 TAS 108(Nail-0n) .... 0000 Redland Technologies P0631-01 Wind Tunnel Testing OO'OJulyl9SFTO' 0 0 TAS 108(Mortar Set) @ S o o .. .. .. ...... Redland Technologies P0402 Withdrawal Resistance .0 0 o Sept. 1993 . • Testing of screw vs.smoot;i 0 ••.•.• shank nails ;00 0.0 00000 i....i The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994. Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. 82.894 TAS 112 83.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804" 25-7804-4&5 25-7848-6 NOA No.: 12-0222-03 C Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two fatty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to pgfdtiM. quarterly test in accordance with TAS 112, appendix `A'. Such testing sh811 lug submitted{o • the Building Code Compliance Office for review. Go • • . . ...... 3.4 Minimum underlayments shall be in compliance with the applicable Rooi.n.�Applications.. . Standards listed section 4.1 herein. :•• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular M.U*roof&UMr,.• **:*so unless stated otherwise by the underlayment material manufacturers published Literature... ...•• 3.6 This acceptance is for wood deck applications. Minimum deck requirement®•shall be in-: sees;* compliance with the applicable Building Code. ••;•; 00 sees.. 4. INSTALLATION . sees.. .. . sees 4.1 Saxony 900 (SIate, Shake & Split Shake) Concrete Roof Tile and its components shall-be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(Wj and Dimensions(I x w ) Tile Profile Welght-W(Ibt) Length-I (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate,Shake&Split Shake Table 2: Aerodynamic Multipliers-I(ft Tile 7L(ft3j x(ft) Profile Batten Application Direct Deck Application MonierUletfle Saxony 900 0.289 0.313 Slate Shake&Split Shake NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approvil Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 2":12" 3":12" 41:12" 5":12" 6":12" 7":12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck . Deck Deck Deck I Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) . •••• Saxony 900 2-10d Rina Shank Nails 30.9 obtl 17.2 .' Slate,Shake& 1-10d Smooth or Screw Shank Nail 7.3 9. • .t.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 4618 7.4 1 .#8 Screw 30.8 .8 18.2 ; 248 Screws 51.7 1-10d Smooth or Screw Shank Nail 24.3 ••• • ?,4.2 04000 Field Clip) • • .... 1-10d Smooth or Screw Shank Nail 19.0 ••••-0 • 22.1 .' Eave Clip) ...:• 2-10d Smooth or Screw Shank Nails 35.535.9 ••e4.8 Field Clip) •6400: ' 2-10d Smooth or Screw Shank Nails 31.9 1. ••3g.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonlerUfetile Saxony 900 Adhesive 31.3 Slate,Shake&Split Shake 1 See manufactures component approval for installation Etguirements. 2 Dow Chemical THeBond Average weight per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. NOA No.: 12-0222.03 ECOUtr7Y Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment-Mt(ft-ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-feble Saxony 900 Polyfoam Pol ProTm _ 118.9 Slate,Shake&Split Shake Pol oam Pol ProTM J �—4 3 Large paddy placement of 48 gmms of Po Pro'"". 4 Medium paddy placement of 24 grams of Pot Mj!. Table 7:Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonlerLifetile Saxony 900 Mortar Set 43.9 Slate,Shake&Split Shake •°.. 6. Tile-Tite Roof Tile Mortar •••• "":' 5. LABELING •••••• •� •••••• ...... ...... 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's iwme or I W as• • detailed below,or following statement: "Miami-Dade County Product Conl-mldkpproveds!•• •';'°. .+ .. .. ...... so 0 • LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.03 �E COU Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 PROFILE DRAWING NAIL HOLES 40 1 5/32°(siate) 1 8132°(shake) 17• OVERLAY 13° 0000 • 0 0 0000 000000 .. 6 000 a 0 • 000000 00 000000 0000.. • 000... 0000 0000 . . WATERLOCK 0.00 •:00• 06.00. ••" '. 60069 . 0 . 0:0::o . .. .. 0000.. SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL) 0• 6 • . . 0000.. • .60.0. 0 • 0000.. "�"•'� 6 40* • •0000 • • r•ems �:�,Y.' �.� �\ 40 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 -ti �. w ' •'•M•..,•rte;:: ,•`� O ••.• *00000 • • .• • ••• • • MONIERUFETILE SAXONY 900 CONCRETE ROOF TILE(SNAKE LYM01t9t) ••• 0 0•••' .... .... . . END OF THIS ACCEPTANCE •....• '••••' ••;••• ...... ... . ..... .. .. .. ...... ....% NOA No.: 12-0222.03 couNyY Expiration Date: 04/26117 Approval Date; 04/19/12 Page 8 of 8 MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) PRODUCT CONTROL SECTION BOARD AND CODZ ADMINISTRATION DIVISION 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) n vw miamidade.eoy/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section 'Un Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have thf? •. product or material tested for quality assurance purposes.If this product or material fails to per forn4 kthe accep ...• manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke;modify;or�: •,; suspend the use of such product or material within their jurisdiction. RER reserves the right tolrgl( a this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material Ahs"Io meet tike••• ;•'•' requirements of the applicable building code. 0000 This product is approved as described herein,and has been designed to comply with the Flor1da4jQipg Cod;.: ••:•• including the High Velocity Hurricane Zone of the Florida Building Code. .. .. .. ...... DESCRIPTION:Polyglass Polystick Underlayments 0. 0•• •• LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,ci •sld and folIL 0 •• • statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. �' Oduvi•• • • RENEWAL,of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. tn"•RAoeNOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page I of 9 ROOFING COMPONENT APPROVAL Categ2a; Roofing Sub-CategorY; Underlayment Materl • SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product _Product Dimensions Ssneciflcatlon Descrintion Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/a" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt Afeltmofing•.... Manufacturing Location 6528"x 3'3'/B" membrane,glass fiber T-Info!ged withXl;olefinic • #2 60 mils thick film on the upper surfeetbr u%e as A '• underlayment for metal"85%roof tile,jslate . tiles and shingle underll'lltifien..t, ••• .. .... . . Y Roll: ASTM D 1970 A fine granular/sand top surl`�ce self-ging, ..... Polystick IR Xe 0 . 09 Manufacturing Location 65'x 3'3 3/a" APP polymer modified, i ass reinfor&4 •••••• #1&#2 Or 65'x 3' bituminous sheet materijffprpSe as an •• 60 mils thick • underlayment in sloped Coof•aslemblies. •••••• Designed as an ice&raip shield 0••0 0 • ' .00. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass.•0 (Surface Printing) 65'x 3'3'/s" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1&#2 file underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Mam facturing Location 32'10"x3'3-N8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3V/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'3%11 D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. MInMH E NOA No.: I4-07'17.08 '' Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRoDUCTs DESCRIPTION: Test Product rodu RLqLensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Man'#ai cturingLocation 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x3'3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,PL *see EVIDENCE SUBMITTED: '..• ••• • Test Agency Test Identifier Test Name/Report •;•• Date* • • TrinityMID P10870.09.08-RI TAS 103 +••• 12/94108•. P10870.04.09 TAS 103/ASTM D4798&G 159••• 04/13/U§• @•:s e• P33360.06.10 ASTM D1970 •";••, OWN : ..... 0*000 P33370.03.11 TAS 103 .. •• 03/02/11 • P33370.04.11 ASTM D 1623 V O V: 04/26/11 +...:. P36900.09.11 TAS 103/ASTM D4798&G1 A 0 09/glYt t•• P37300.10.11 TAS 110/ASTMD4798&D1910 ••• 10/19JIL. :••••: P40390.08.12-1 TAS I03&TAS 110 •• 08/05(12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&0155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RXI4ESA TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G 155 02/18/10 MI M~ NOA No.: 14-0717.08 ► Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(I) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. Fastening: Per FBC 1518.2&1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered 0000 Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. . . •••••• ••••;' Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a millfmum 4"head 1ftp-(for .•..:. base sheet only) Gee:•• 000:0. :...•: Membrane: Elastoflex S6 G,hot asphalt applied. 0 0 0 0 00:6 • Surfacing: 0••• •••• See General Limitations Below. ••••• 00.00. 000 0 00 Deck Type l: Wood,non-insulated •••••• • • Deck Description: Min. 19/32"plywood or wood plank ' ' '00 0 •••••• System Type E(3) Base sheet mechanically fastened deck,subsequent cap membr$ a Olt adhe fedi• ;••••; Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. •• • 00 0' ' Fastening: Per FBC 1518.2&1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horiwntal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. MIAMI•DADE ffl NOA No.: 14-0717.08 • . Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS I 11. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3!/Z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: •••• . . 0000 0000.. I. Fire classification is not part of this acceptance. • 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystlbil;Uddl Pro may b@ Lsed ••••'• in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof the S"¢ANK and quark slate :foe*: roof assemblies.Polystick TU P may be used in all the previous assemblies listed excepf NeW roofial. ' Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing aril*oof tile systems. 00:90" Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. 1 oto*Aex S6 di maybe 690900 used in roof the systems only. 0000.. 3. Deck requirements shall be in compliance with applicable building code. 0000:. 0000.. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. Tee dock shall fm free of .. . irregularities. 0900 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. ENDosure Limltations da MTS IR-Xe Elastollex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code, UNW NOA No.: 140717.08 Epi Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice of Acceptance.Polystick TU PIus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof file applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows:(See Table Below) Tile Prot"ile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plusl Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 1 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for botb loading and Installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles.(See Fi4t : ••• •• below) • Battens shall be used for stagging of lugged tiles above 4:12 ••• •• •••• • • Battens shall be used for stagging of flat tiles above 5:12 ...:.. •..• •... .... 000000• ..... ...... ... . ..... .. .. •. ...... . . . . ...... Figure 1:Stagging Method 9b. There shall be no roof slope limitation for the Polystck MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. Roma o NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. i s }.':.` "`..:;i•: ii .: Rooting"'a's ' (e Max Per Stack) : . amu. 12 1 '09s 77Sj •: :••:::r. ,%' :::: ::'•:::.'•' tirofD•dtptepatedtVt91. � P06Y81iCKW pl46 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystck IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polyst0"lls Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurislictio%(AHJ)Uflie ease:* Miami-Dade County Product Control Department for approval provided that appropriate"docamenta*V'ro is; •••�:• provided to detail compatibility of the products,wind uplift resistance,and fire testing`A**f LABELING: .•••'. •'•'• .... .... ..... 1. All membranes or packaging shall bear the imprint or identifiable marking of the manuAc$ureNss name orlofo,ci� and state of manufacturing facility and the following statement: "Miami-Dade County):rode;t Control Approved' •• • or the Miami-Dade County Product Control Seal as shown below. . . . . ...... h!ANFl43!?P COU11M • • • • • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MWa►oectwMW NOA No.: 14-0717.08 • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 POLYGLASS GENERAL.APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: I. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 1 I gauge ring shank type,applied with a minimum I"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU PIus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to instaIlation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtmFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines.See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 77/12"or greater. It is suggested that on pitch/slopes in excess of 6'/a"/12",precautions should be taken,such as the use of battens to prevent the sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. S. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modri ed..• •••• • Wet/Dry Cement,Polyglass P0500 MB Flashing Cement to the area in need of repair,ifljlpwgl by a jWch 9f the • Polystick material of like kind should be set and hand rolled in place over the area needUl"wJi repair.Pb*ing ....;. membrane shall be a minimum of 6 inches in either direction. The repair should be install is such a way so that water will run parallel to or over the top of all laps of the patch. •••••• .... .... . . 10. All self-adhered membranes must be rolled to ensure full contact with approved substratAo Volyglass requires a •:• • minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand roAe*:s are accepta6 16r •••0• rolling of patches or small areas of the roof. Brooming may be used where sloPe P1rohil�• 0• n . •••0 • tsrpl g 11. All approved substrates should be dry,clean and properly prepared,before any applicAn of Polyst#..;. ••••0• membranes commences. An approved substrate technical bulletin can be furnished upob regQest.It iS . recommended to refer to applicable building codes prior to installation to verify acceptabtd substrates." ' •• 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. fD!! COUNTY NOA No.: 14-0717.08 '' Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000 .. 0000.. ...... . . . . . 0000.. 0000.. . . . .0090. 0. 00 0 E o NOA No.: 14-0717.08 ••• Expiration Date: 09/13/16 Approval Date: OU22/15 Page 9 of 9 NIAM MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441h Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:ICP Adhesives Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state a4d'fbllowing*00::* statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed an4*...las been to changg• •• in the applicable building code negatively affecting the performance of this product. •••••• .... .... . . .... .... ..... TERMINATION of this NOA will occur after the expiration date or if there has been a per&ion or eka go in the.: materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoftni int of any pract,far+•• • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to G'p'l oNwith any%ection of • this NOA shall be cause for termination and removal of NOA. ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida., and fo}l yW1 by the ' expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. /r NOA No.:16-0315.01 MIAMFAPPRO ED 1 _4i Zip," Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polysee AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriution Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30&100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list a11Ychment resistance values with the use of ICP Adhesives Polyse&AH-160 roof tile adhesive. ••• 4"' 0 0 0 0 4 0000.. .. 0000.0 MANUFACTURING LOCATION: 040:90 0 0000.. 1. 0000 0000 Tomball,TX. . . 0000 0000 0000. 9 9 0000.. ... . 44499 PHYSICAL PROPERTIES: 0 '0 0 4• 0000.. ProveProverty Test Resid 0 • Density ASTM D 1622 1.61bs./ft.3 """ 00000 . 0 . Compressive Strength ASTM D 1621 18 PSI Parallel to rise ••. 0000 •000. 12 PSI Perpendicular to rise 00.0 • Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MI FO�ADECOUNTY NOA No.: 16-0315.01 •.• Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test_ A¢encv Test Idendfler Test Name/Reuort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories N13-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 IMS/198 520109-2 •0000• 0*0000 520109-3 • .. ... 520109-6 .' ...... . ...... 520109-7 520191-1 TAS 101 ."". O,a�Q2/9A • 520109-2-1 •••• •••• ••••• ...... ... . ..... LMUTATIONs: •••••' ••: ••••:• 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly fQr fire+iag-• • 2. ICP Adhesives Polyset®AH-160 shall solely be used with flat,low,&high tile profiles 6. 6 •••• : • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. •• 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. Mwr�ao�e counirr NOA No.:16-0315.01 JAPPROVEDI Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysee AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset"AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Tmined'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPackO 30& 100 dispensing equipment only. 7. ICP Adhesives Polyset"AH-160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyse&AH-160 has been dispensed. 9. ICP Adhesives Polyse&AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. • • •Y•• •••••• •• •0•• ••0Y• • 0 • • • 00000.00• • 000000 • • • 0000 0000 •0000••• 0000 0000 00••0 0000•• ••• • ••••• • • • • •09.600 • • • • 0000•• 0000•• • • • • • • • • 0000•• •• • 00:0 4 • 0 00 0 uu�aoA�e COUNTY NOA No.: 16-0315.01 "JAPPROVED1 Expiration Date: 05/10/17 Approval Date:04/07/16 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Proflles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. 0000 MIAMI•DAbE COUNTY • • •••••• •••••• APPROYED • • • • •••••• •• •••••• BUILDING PERMIT REQUIREMENTS: •••:•• • As required by the Building Official or applicable building code in order to properly evaluat stallatitgZ1iis :0000* system. •••••• ••• • ••i••• •• •• •• •••••• • • • • • •••••• MIAM•Q/1DE COUNTY NOA No.: 16-0315.01 JAPPROVED Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 4whmre�pphplastktor t +'+ddpt tht.a Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, .. under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 �> f (109.7 cm2)—23 (148.4 cm7)square inch adhesive contact with the underside of the tile. Bm Ciswer_� '� Nall*wjgbvhmkcrmew Medium Profile/ Double Pan Tile Iwbenrequl�a+�l . • � 40rn0.01T&t 1. Starting at the eave courte,apWy a minimum 2 • (50.8 mm)x 10"(254 mm?*x 0(25.,mail�am ....; paddy onto the underlaymen;*ositioned as shown. under the pan portion of t1l;ja closest.tptjle ••.... overlock of the tile beingje,� • a gn+io�°i 2. Continue in same mane&.)• a;e approxu Aely 17•••;• 009.7 cm2)—23(148.4 orna).-ware inch adhesive contact with the underside of tht tile. •'•'•• High Profile/Single Pan Tile twha6ra�t�adP `�.,,� �,,,,.,.�"t�ldl►l+�rita�lh�lel 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown taia under the pan portion of the tile closest to the overlock of the tile being set. Bohm. , �" ' irl 2. Continue in same manner.Insure approximately 17 8�°e1°t br (109.7 cm2)—23(148.4 cm2)square inch adhesive °r contact with the underside of the tile. Geura° Paseo NOA No.: 16-0315.01 ht1AMb�4D;COUM7 Expiration Date: 05/10/17 JAPPRVEDI Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Flat/Low Profile Tile ` ..�". 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the tlm strengthening rib of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2) M -23 (148.4 cm)square inch adhesive contact with the .co.�.. underside of the tile. a K 2. x tithe second course,apply a minimum 2"(50.8mm) � �,,, (177.8 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the 9M own" r strengthening rib closest to the overlock of the tile '- being set. 3. Continue in same manner.Insure approxdWfty 10" (64.5 cm)- 12(77.4 cm2)Cquwt inch adhesive •••��• contact with the underside of fhe Ale. ••• • .00.00 0000.. 0000.. 0000 0000 . . IMai�d4m ti Medium Proffie/Double Pan1G • We p�N�l¢o•eeent • .... .• •• Owhe�requi►edl 0.0.0 0 000 _ yiE.meuhYUO) 1. Starting at the eave course,apply-;minimum 2i0(50.8- nun) 50.5mm)x 10"(254 mm)x 1"(25.4,m�n)foam p1'addy '. onto the underlayment positioned ds sho`Laam&r the •• pan portion of the tile closes]to Oe overlock of the •••••• the being set.Insure approxinlltely 17(10§6'.1cir)- • • 23 (148.4 cm2)square inch adhesive contact with the Eattaingpftrtd underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the —sw*060WO underlayment positioned as shown under the pan F0uai0 portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) MWM4�4DECOUNTY NOA No.:16-0315.01 "JAPPROVEDI Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) ° ' Ld° Sin High Profile/ le Pan Tile dwe.ara�iroal ��dhrnaar�ehrn.� g g 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— 23(148.4 cm2)square inch adhesive contact with the 8. txcepe�aul �°• �°" underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) eaio�01 : e x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan loin, portion��p portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure.appro3axM y 17...... ;• (109.7 cm2)- 19(122.6 cmj�squar*e inch•a esjve •6 contact with the underside oft pettle. •• ""•• .... .... . . .... .... ..... ••e••• 000 • 00.00 • • • • •• •• • •• 0000•• • 0000•• • • • • • • • • • •0000• 0000•• • • • 0000•• •• • 0000 • • MwMI•o�oE coUMY NOA No.: 16-0315.01 "APPROVED I Expiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 ine�..qWFeat "��,c t�.eentsea 1. On the eave course only,apply a minimum 2"(50.8 sanensoptlo0ai mm)x 10" (254 mm)x V(25.4 mm)foam paddy • �' onto the underlayment positioned as shown,under the strengthening rib for flat file or under the pan portion of the tile for low or high profile tile closest 4z4r& to the overlock of the tile being set.Leave approximately 4"(10 1.6 mm)up from the eave dy s ;�''z4h edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of iok adhesive contact with the underside of the tile Emcyowe 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below PIaNLowPreftTlIe the second course line positioned foam paddy under the strengthening rib for flat tile'o'r'under the �° r"' ' pan portion of the tile,dosest to the unaer'Qck for••• • d dhW the second course tile to lie installed Inm4 • ...... ...... approximately 8-9 int(518 1 cm2)ofadhesive. I p0�dert�el contact with the underside ajhe tile. .... :•'•• • • • .... .... ..... ...... ... . ..... pad i (Instructions continued on n"t page) • .. ...... gas* 0 i1. 210. '••' i Emchwre ftsda EareCaunte Modlimf Pfff[o ft Muwapgp[courinr NOA No.: 16-0315.01 1 APPROVED Expiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) ftn"WaRoph"C Ina pwWorderme i*„enrewirao 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x V Bwens (19 mm)paddy on top of the eave course tile th►tn �det surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, Sb* closest to the underlock of the first course of tile. f. `"' Install second course of tile. Insure approximately 4x4b. °. a 9(58.1 cmz)- 11 (71cmz)square inch adhesive 1714 contact with the underside of the tile at the overlap rhe and 7(45.2 cmz)-9(58.1 cm2)square inch topoladhesive contact with the underside of the tile at the head of the tile. Continue in same manner. 6aee Course Weephdla 101 Zhu Mp� •••••• •• •••••• • •••• •••• • • •••• •••• ••••• • Hip PM019 Tim • • • • •••••• MIAMFDMwE COUNTY NOA No.: 16-0315.01 "APPROVED Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile I)PlueenoughadhesWetoachimGSfa7pSq,hu Steapa , 1. Starting at the eave course,apply a minimum 2" in wMact wA the pan Nle. when r equiraed)Cadens (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam in to l hL°°n ouftkW*d9 pafcwse WL paddy onto the underlayment positioned as to 7 ht.iran outsideedgaofoevtvtge. *hen1nstall0ed1&EnWm2oto shown under two adjacent pan tiles. Support eave 25 sq.K Comm ama. ° tiles from rocking until adhesive has a chance to Underlayn►eot �a1N cure. ° hi 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside EM closure sheaMae of the pan tile. (nrotard-%W •••• 3. Turn covers upside down exposin ' i ag b'Unders •:• Faxia eoa.a of the tile.Apply a miximuin 1"(23%nin)x 10" •• (254 mm)bead of adk"letiirectly on Ifle inner•••, Reeroae t•P Pordon of*0 Onus aeuree Cover tiht.Abut to seosnd course of edge • **foe: a+melee.Pnw►aeaaae„dorpanandco,►artne:arerh�l,at.a.ep,.e, of each side of thett"r tile.Leave approximately 3/4"(W FM)to 1" J,4[rmn) ,e e e• Two Piece Barrel-High Profile Tile from the outside edge dit'6e tile,irpygrd,.free of e:e e• foam to allow for expen*A*a 000 • .. ...... 4. Turn cover tile over ai}er febsinn is alpligfiand •••••• place onto pan tile come.Iesure aminimum of*** 20(129 cm)-25(161:3 Gini squad fi % • contact area on each side of the cove?the to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMF�DECOUNTY NOA No.: 16-0315.01 1APPRe e Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11 5t10Rs L Miami Shores Village E �� Building Department owes � p...M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 � RiDp► Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 07-5-2016 PERMIT NUMBER: 16-1853 1. Need to revise applicable roof sections(D and E). 2. Clarify this is a through color the as required by the MSV Planning and zoning dept. Mike Mesa, B.O, CFM Building Director